摘要
文章结合境主庙水库历年运行监测资料,建立不同工况渗流模型,反演大坝渗流性态,分析大坝渗流存在问题。依据渗流反演分析结果,比选大坝防渗加固方案,并采用有限元计算分析塑性混凝土防渗墙实施后大坝渗流稳定状况。
The article combines the operational monitoring data of the Jingzhumiao Reservoir over the years,establishes seepage models under different working conditions,inverts the seepage behavior of the dam,and analyzes the problems of dam seepage.Based on the results of seepage inversion analysis,a dam anti-seepage reinforcement plan is selected,and finite element calculation is used to analyze the stability of dam seepage after the implementation of plastic concrete anti-seepage walls.
作者
梁轶飞
LIANG Yifei(Tongcheng Water Conservancy Bureau,Tongcheng 231400,China)
出处
《安徽水利水电职业技术学院学报》
2024年第5期15-19,共5页
Journal of Anhui Technical College of Water Resources and Hydroelectric Power
关键词
反演分析
塑性混凝土防渗墙
防渗加固
inversionan alysis
plastic concrete anti-seepage wall
anti seepage reinforcement
